HomeMy WebLinkAboutEngineered Plan - 2017PRECAST H-10
RISERS (TYP.)
2'0
*32.1'
,.�• 31.49'
(J-% SLOPE)
FOUNDATION- 10' -
ALL SYSTEM SHALL
SYSTEM PROFILE MARKED WTHCMAGNETICTTAPE OR BE
1
(NOT To SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
FILTER FABRIC OVER STONE
35.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 34.5'
NOTE: 2" MIN. WALL BLOCKS OR
THICKNESS REQUIRED MORTAR ALL PRECAST RISERS
4"OSCH40 PVC COMPONENTS
PIPES LEVEL 1ST 2' H-10
<...• .. .
< ENDS . BE0IFT.
10" 1500 GAL H-10 14." ,,, a,�,_o�o� ,
SIDES
J� )o°o°o°c
TEE SEPTIC TANK TEE 1 24' ;0.-° ° °-°-°-°
°�°O°�°� a�D0a��00 �� 000•'�I�®��®����� �°°o°000°
000o O o0o0o00 �O°O°0°00 M=IF �I�aa al� 000000 ���al�oao ��a X00000000
GAS BAFFLE ::: 1°°°000°°°°° N >°o°o°o°o
0°0°000° ooa000r�oao® 00000° �o®®®®®®�®a :0000
>00°0°0°0 00000,00000000
LIQ. LEVEL (ACME OR EQUAL) 31.11' 30.94 ° 0 0 ° ° ° ° ° °
0,6- Doo°O°000000000°°°°O°O°O°O°O°�°O°O
o° 0 0 0 000 0 0 0 0 0 0 0 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
P.,O„n_o.o 0 0 00°o.o_�_°_0_0.0 0 • 3/4"-1-1/2" DOUBLE WASHED STONE- '( )
2 UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83'
COMPACTION. (15.221 [21)LO
LEGEND-
99-
EGEND
(-L-7. SLOPE) (-!-% SLOPE)
SEPTIC TANK 13' D' BOX 16'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
II PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
Sy-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH 1
'VING F¢ BEDROOM
34"
TEST HOLE
2YYYi
SLOPE OF GROUND
UTILITY POLE
FLOOR PLANS
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 2/1/17
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
C 1 34.8'
A
LS
7"
1OYR 4/1
I=
GARAGE PORCH KITCHEN Lm BEDROOM
B
00 �
LS
X/t
vali fo IMPAIR OF SEPTIC SVS1 m
'VING F¢ BEDROOM
34"
10YR 4/4
32.0' ROOM
Wnin9
C
FLOOR PLANS
PERC
NOT TO SCALE
MS
2.5Y 7/6
132" I ( 23.8'
NO GROUNDWATER ENCOUNTERED
LICE #17-0i4
LEACHING
FACILITY
LOT
10,000 SF C
T./
EXISTING
DWELLING
TOF = 35.1
TH 1 tvo
o
> >s, ~�
400,\�
Scale:1 "= 20'
0 10 20 30 40 50 FEET
•CAUTION
ELECTRIC
LINES L
7 4i
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -M
5. PIPE JOINTS TO BE MADE WATERTIGHT.
31:63' 6:
"CONSTRUCTION :DETAILS 70 BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
28.8' OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10 CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
23.8' BOTTOM TH-1 WORK.
NO GROUNDWATER FOUND NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. ASSESSORS MAP 88 PARCEL 182
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SITE IS LOCATED WITHIN A ZONE II
AND REMOVED OR PUMPED AND FILLED WITH CLEAN 2 BEDROOM DEED RESTRICTION REQUIRED
SAND.
SYSTEM DESIGN:
% GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. SEPTIC TANK
S LEACHING:
SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
BOTTOM 30 x 9.83 (.74) = 218 GPD
TOTAL: 454 S.F. 336 GPD
of USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
G WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
/ VED BETWEEN UNITS
.,
i h
� ,��IDECK /GARAGE
"
F
OHE
� c
�0
�30
00 �
R
X/t
vali fo IMPAIR OF SEPTIC SVS1 m
Whites Poth
0�a
Be0C0�
0/0' Townhouse Rd o
Wnin9
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moo o,
Locus
°d amm r
S,o
l
t.
7co6 y< `rc o -9S
a CO t. Bes
o O�
HOZelmOor
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
23.8' BOTTOM TH-1 WORK.
NO GROUNDWATER FOUND NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. ASSESSORS MAP 88 PARCEL 182
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SITE IS LOCATED WITHIN A ZONE II
AND REMOVED OR PUMPED AND FILLED WITH CLEAN 2 BEDROOM DEED RESTRICTION REQUIRED
SAND.
SYSTEM DESIGN:
% GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. SEPTIC TANK
S LEACHING:
SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
BOTTOM 30 x 9.83 (.74) = 218 GPD
TOTAL: 454 S.F. 336 GPD
of USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
G WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
/ VED BETWEEN UNITS
.,
i h
� ,��IDECK /GARAGE
"
F
OHE
BENCHMARK: �
CBDH ELEVATION � ,/z y
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#29 NIGHTINGALE DRIVE
SOUTH YARMOUTH, MA
.PREPARED FOR
=35.5 NAVD88 / ESTATE OF LAWRENCE OBRIEN
r• -Z -") -1 -7
DATE
DANIEL A. OJALA, P.E., P.L.S.
DATE: FEB 7, 2017
off 508-362-4541
fax 508-362-9880
I downeape.com
d0W8 AfPe eftkeerinv, inc.
civil engineers
land surveyors
939 Main Street ( R to 6A)
YARMOUTHPORT MA 02675
17-014 1
APPROVED
/Board
vali fo IMPAIR OF SEPTIC SVS1 m
due t tate and Local septic variances.
of Health reVbw and approval is required for
any future addrtion. /renocxtions/alterations to
sewage facilities and/or A actor es/(IN+elling.
Yarmiiutl*rt HeaHHl//ter l)cp:.rr•t\@mento/'
�/�J:�l00
7
a c Rafe
BENCHMARK: �
CBDH ELEVATION � ,/z y
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#29 NIGHTINGALE DRIVE
SOUTH YARMOUTH, MA
.PREPARED FOR
=35.5 NAVD88 / ESTATE OF LAWRENCE OBRIEN
r• -Z -") -1 -7
DATE
DANIEL A. OJALA, P.E., P.L.S.
DATE: FEB 7, 2017
off 508-362-4541
fax 508-362-9880
I downeape.com
d0W8 AfPe eftkeerinv, inc.
civil engineers
land surveyors
939 Main Street ( R to 6A)
YARMOUTHPORT MA 02675
17-014 1